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rao <br />ref <br />2:1- all <br />-�1- /yam i / ADd 1.6 1 <br />u <br />CONCRETE SPILLWAY �' \ <br />i <br />SECTION A -A M <br />I ° - 20' <br />K <br />W <br />1 /EC�a /i��C clll/q� � <br />80 <br />SECTION 8 - B <br />1" = 20' <br />Y <br />U <br />Q <br />HALF ROUND <br />13' 30" DIAMETER 14 GAUGE C.M.P <br />OR EQUAL. <br />BACK FILL HALF �\ <br />DEPTH OF PIPE. \ <br />\.� EXISTING GROUND LINE <br />R I P R A P <br />OUTLET SIDE VIEW <br />EMERGENCY SPILLWAY <br />1/2" = I" <br />r, <br />I 20' <br />�8'24° +y <br />m <br />ELEV. 84,5 / <br />�12" <br />DOTTED LINE REPRESENTS <br />30" HALF ROUND PIPE / <br />io <br />EMERGENCY SPILLWAY X- SECTION <br />REBAR 12 <br />DIRECTI <br />MIN. ELEV. 86.0 <br />REINFORCING STEEL GRADE 60 NO.4 <br />CONCRETE — 3000P.S.1 28 DAY <br />18" 0 -C <br />END VIEW INLET SIDE VIEW <br />EMERGENCY SPILLWAY END SECTIONS <br />CONCRETE SLOPE PAVING DIMENSIONS <br />1/2"z I' <br />AREA CAPACITY TABLE <br />ELEVATION <br />SO. FEET <br />Y <br />ACRE FEET <br />EMERGENCY SPILLWAY 6084.5 <br />U <br />38978 <br />.89 <br />6084 <br />30973 <br />71 <br />PRINCIPAL SPILLWAY 6083 <br />_7789_ <br />7087 <br />Ile <br />6082 <br />— <br />6507 <br />— <br />16738 <br />_.54 — <br />.38 <br />so- <br />5871 <br />10549 <br />70 <br />6080 <br />- - - -- <br />5298 <br />4965 <br />.11 <br />6079 <br />4632— <br />0 <br />u <br />CONCRETE SPILLWAY �' \ <br />i <br />SECTION A -A M <br />I ° - 20' <br />K <br />W <br />1 /EC�a /i��C clll/q� � <br />80 <br />SECTION 8 - B <br />1" = 20' <br />Y <br />U <br />Q <br />HALF ROUND <br />13' 30" DIAMETER 14 GAUGE C.M.P <br />OR EQUAL. <br />BACK FILL HALF �\ <br />DEPTH OF PIPE. \ <br />\.� EXISTING GROUND LINE <br />R I P R A P <br />OUTLET SIDE VIEW <br />EMERGENCY SPILLWAY <br />1/2" = I" <br />r, <br />I 20' <br />�8'24° +y <br />m <br />ELEV. 84,5 / <br />�12" <br />DOTTED LINE REPRESENTS <br />30" HALF ROUND PIPE / <br />io <br />EMERGENCY SPILLWAY X- SECTION <br />REBAR 12 <br />DIRECTI <br />MIN. ELEV. 86.0 <br />REINFORCING STEEL GRADE 60 NO.4 <br />CONCRETE — 3000P.S.1 28 DAY <br />18" 0 -C <br />END VIEW INLET SIDE VIEW <br />EMERGENCY SPILLWAY END SECTIONS <br />CONCRETE SLOPE PAVING DIMENSIONS <br />1/2"z I' <br />AREA CAPACITY TABLE <br />ELEVATION <br />SO. FEET <br />CU. FEET <br />ACRE FEET <br />EMERGENCY SPILLWAY 6084.5 <br />8221 <br />38978 <br />.89 <br />6084 <br />30973 <br />71 <br />PRINCIPAL SPILLWAY 6083 <br />_7789_ <br />7087 <br />_ <br />23535_ <br />6082 <br />— <br />6507 <br />— <br />16738 <br />_.54 — <br />.38 <br />6081 <br />5871 <br />10549 <br />.24 <br />6080 <br />- - - -- <br />5298 <br />4965 <br />.11 <br />6079 <br />4632— <br />- - - -- <br />- - -- <br />X— SECTION AT PRINCIPAL SPILLWAY <br />r- <br />2' <br />ELEV. 83.0 GRADE .01 PER FOOT Li <br />6"y 32' PIPE <br />14 gauge C.M.R <br />ANTI - SEEP COLLARS <br />I" = 5' <br />F+-24 <br />ONSTRUCT TO ELEV. 86.0 <br />r 6:'-j <br />3 -- <br />0 a NO.4 REBAR <br />CONCRETE ANTI -SEEP COLLARS <br />Permit Number #: C- 1981 -016 <br />Class: Permit <br />Section /Exhibit : Rule 2 00�, / <br />k,h- QJ 3 05 3 -6- <br />' NORTH FORK <br />GUNNISON RIVER <br />DRAWN BY: KLF <br />EXHIBIT 2.05.3 -13 <br />